State Roof Asset Management Program Bid Form...State Roof Asset Management Program Bid Form Roofing...

August2014 SOK Roofing Maintenance Contract CAP 15034 15035

State Roof Asset Management Program Bid Form

Roofing Contract Area Area 3

Estimated Extended 21 WATERPROOFING amp DAMPPROOFING Unit Unit Price x Quantity = Price per Year

21 10 100 Pressure cleaning SF $ 023 - x 10000 = $ 230000shy

21 10 150 Bio-Algaecide one application SF $ 053 - x 10000 = $ 530000shy

21 10 200 Waterproofing asphalt emulsion coating SF $ 065 - x 1000 = $ 65000 shybrush applied per coat

21 10 300 Waterproofing rubberized coating SF $ 40 - x 1000 = $40000 brush applied per coat

21 10 400 Wate rp roofing vinyla cry I ic SF $ 270 - x 1000 = $ 270000shybrush applied (smooth per coat

21 10 500 Waterproofing non-pigmented SF $ 235 - x 1000 = $ 235000shysynthetic resin sprayed on 1 coat

21 10 600 Waterproofing premium clear cladding SF $ 248 - x 1000 = $ 248000shy1 coat flooded

21 10 700 Waterproofing above amp below grade SF $ 600 - x 1000 = $ 600000shyPer coat

21 10 800 Waterproofing Elastomeric Joint Sealant LF $ 315 - x 500 = $ 157500shyX byX

21 10 801 Urethane Injection at 1 expansion joint in wall LF $ 450 - x 1000 = $ 450000 shy

21 10 900 Masonry cleaning walls SF $ 120 x 5000 = $ 600000

21 20 100 Caulking remove existing LF $ 200 - x 5000 = $ 100000G clean amp prime joint

21 20 200 Caulking epoxy urethane X x 11 LF $ 125 - x 1000 = $ 125000shycompound 2 component in place

21 20 300 Caulking polyurethane W x W LF $058 - x 1000 = $ 58000 shy1 component in place

DCAMCAP - FORM A100 (082012) BrD FORMSBID AFFIDAVITS PAGE 8 OF 134

August 2014 SOK Roofing Maintenance Contract CAP 15034 15035

21 20 400 Caulking polyurethane W x W 1 component in place

LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600

Caulking silicone rubber W x X11

in place

Caulking silicone rubber 34 x 38

in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy

21 30 100 Backer rod polyethylene 3811 diameter

installed in pre-prepared opening

LF $ 015 - x 2000 = $ 30000 -

21 30 200 Backer rod polyethylene1 Yi diameter


LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -

21 40 100 Building paper asphalt felt

sheathing paper 30 in place

SF $ 032 - x 15000 $ 480000shy

21 40 200 Building paper red rosin

paper 5 sq rolls 4 lbs per sq in place

SF $ 019 - x 15000 = $ 285000shy

21 50 100 Vapor retarder 2 ply inorganic

applied in Type Ill asphalt in place

SF $ 128 - x 1000 = $ 128000shy

21 60 100 Prime deck using asphalt primer SF $ 038 - x 5000 = $ 190000shy

22 INSULATION

22 10 100 Demolition of roof

insulation per in of depth

SF $ 028 - x 100000 = $ 280000G

22 10 200 Demolition of lightweight

cementitious fill per inch of depth

SF $ 022 - x 10000 = $ 220000shy

22 20 100 Roof deck insulation

lsocyanurate in 4 X 41 or 4 X 8 sheets

1-12 thick R-100 applied in Type IV asphalt

SF $ 140 - x 10000 $ 140000G



2-12 11 thick R-1530 applied in Type IV asphalt

SF $ 175 - x 50000 = $ 875000G

DCAMCAP - FORM A100 082012) BID FORMSBID AFFIDAVITS PAGE 9OF134

August U14 SOK Roofing Maintenance Contract CAP 15034 15035

22 20 300 Roof deck insulation SF $ 130 - x 10000 = $ 130000Q lsocynanurate in 41 X 4 or 4 1 X 8 sheets

112 thick R-100 mechanically fastened

22 20 400 Roof deck insulation SF x 50000$ 160 - = $ 8000008 lsocynanurate in 4 X 41 or 41 X 81 sheets

2 12 11 thick R-153 mechanically fastened

22 30 100 Roof deck insulation SF x 10000$ 122 - = $122000G fiberboard in 41x 4 or 41 X 8 sheets

1211 thick R-139 applied in Type IV asphalt

22 30 200 Roof deck insulation SF $ 130 - x 10000 = $ 130000Q fiberboard in 4x 41 sheets 1 11 thick

R-2 78 applied in Type IV asphalt

22 30 300 Roof deck insulation SF $ 064 - x 10000 = $ 640000shyfiberboard in 4x 4 sheets 12 11 thick

R-139 mechanically fastened

22 30 400 Roof deck insulation SF $ 085 - x 10000 = $ 850000shyfiberboard in 41 x 4 sheets 111 thick


22 30 500 Roof deck insulation 4 by 9by X SF $ 095 - x 10000 = $ 950000shyadhered or fastened equiv to Dens Deck

22 30 600 Roof deck insulation 4 by 9 by 12 SF $ 095 - x 10000 = $ 950000shyadhered or fastened equiv to Dens Deck

22 40 100 Roof deck insulating concrete lightweight SF $ 125 - x 10000 = $125000G air entrained pre-generated cellular concrete mixed with Portland R-value depending on thickness

per inch of depth per square foot

22 50 100 Roof deck insulation SF $ 185 - x 10000 = $ 185000Q lsocyanurate black facer only) tapered 14 per foot slope

applied in Type IV asphalt per inch of depth

22 50 200 Roof deck insulation perlite tapered 18 SF $ 140 - x 10000 = $ 140000G applied in asphalt per SF per inch of thickness

22 60 100 Roof deck insulation SF $ 030 - x 10000 = $ 300000shycold insulation adhesive per layer per square foot

DCAMCAP- FORM A100 (082012) BID FORMSBID AFFIDAVITS PAGE 10OF134



Foam Adhesive per layer per square foot

SF $ 052 - x 10000 = $ 520000shy

23 SHINGLES SHAKES amp ROOFING TILES

23 10 100 Remove composition shingles and felts

to decking (for 1 layer of shingles and felt)

SF $ 038 - x 50000 = $ 190000G

23 10 200 Remove roof tiles of clay concrete or slate

for 1 layer of tiles and felt

SF $ 090 - x 5000 = $450000 shy

23 10 300 Remove wood shingles or shakes

for 1 layer of wood shinglesshakes and felt

SF $ 040 - x 5000 = $ 200000shy

23 20 100 Shingles fiberglass Gass A

25-year standard strip shingles

SF $ 185 - )( 5000 = $ 925000shy

23 20 200 Shingles fiberglass Class A

30-year laminated multi-layered shingles

SF $ 210 - x 25000 = $ 522500G

23 20 300 Shingles fiberglass Class A 40-year premium laminated multi-layered shingles

SF $ 230 - x 2000 = $ 460000shy

23 30 100 Replace roof tiles (clay slate) EA $ 4500 x 50 = $ 225000shy

23 40 100 No 1 Blue label sawn and kiln-dried

Western red cedar shingles 1611 length

Fire-retardant pressure treated units

SF $ 310 - x 2000 = $ 620000shy

23 40 200 No 1 Blue label tapersawn and kiln-dried Western red cedar shakes 24ength with 58 butt


SF $ 345 - x 2000 = $ 690000shy

23 40 300 Ice and water shield underlayment SF $ 075 - x 2000 = $ 150000shy

23 so 100 Additional cost for over 912 pitch SF $ 010 - x 5000 = $ 50000 -

24 ROOFING amp ROOF RESTORATION

24 10 100 Remove built-up roofing multi-ply with

aggregate ( 1 layer 4-py built-up roofing)

SF $ 028 - x 100000 = $ 280000G

24 10 110 Spud embedded aggregate SF $ 030 - x 25000 = $ 750000shy

24 10 120 Sweep loose aggregate from membrane SF $ 025 - x 25000 = $ 625000 shy

DCAMCAP - FORM A100 (082012) BID FORMSBID AFFIDAVITS PAGE 11 OF 134


24 10 130 Wet vacuum loose aggregate from SF x 25000$ 012 - = $ 300000shymembrane

24 10 200 Remove single ply roof SF $ 005 - x 25000 = $ 125000shyballast and membrane only

24 10 210 Remove single ply roof SF $ 005 - x 25000 = $ 125000shymembrane (partial or fully adhered) only

24 10 220 Remove single ply roof SF $ 005 - x 25000 = $ 125000shymembrane(mechanically attached) only

24 10 300 Remove copper sheet roofing SF $ 015 - x 10000 = $ 150000 shy

24 10 400 Flood coat and gravel surface asphalt SF $ 085 - x 50000 = $ 425000G

24 10 500 Flood coat and gravel surface SF $ 1 60 - x 10000 = $ 1600008 coal tar pitch

24 10 600 Flood coat and gravel surface Modified SF $ 200 - x 5000 = $100000G Cold process coal tar adhesive equal to

Garland Black Knight Cold

24 10 700 Flood coat with white marble and white SF $ 225 - x 5000 = $ 112500G low-voe adhesive Energy Star

24 20 100 3 ply fiberglass Type IV asphalt SF $ 135 - x 25000 = $ 337500G

24 20 150 3 ply type IV TC fiberglass felt SF $ 165 - x 25000 = $412500G coal tar pitch 10 year warranty

24 30 100 4 ply Type IV fiberglass felt SF $ 220 - x 25000 = $ 550000G Type lV asphalt 20 year warranty

24 30 200 4 ply type IV TC fiberglass felt SF $ 245 - x 25000 = $ 612500G coal tar pitch 20 year warranty

24 30 300 3 ply type VI fiberglass felts 1 ply SF $ 190 - x 25000 = $ 4750008 polyester in asphalt equiv to Hickman 101

24 30 400 2 ply modified system with energy star cap SF $ 275 - x 25000 = $ 687500Q Ply per square foot

24 30 500 2 ply modified bitumen roof system with SF $ 410 - x 25000 = $ 10250080 Bottom ply in asphalt cap ply in cold process adhesive Equal to Siplast 2030 FR


August ~u14 SOK Roofing Maintenance Contract CAP 15034 15035

24 30 600 2 ply high performance modified bitumen roof SF $ 570 x 5000 = $ 2850000 system with asphalt flood coat amp gravel surfacing

30 Year Warranty

24 30 700 2 ply high performance modified bitumen roof SF $ 545 x 5000 = $ 2725000 EQUAL TO Garland Stress Ply Plus

24 40 100 Siplast 2030FR with Eco Active Noxite Granules SF $ 510 - x 2000 = $ 102000G Pollutant absorbing 20 year system or equal

24 40 200 3 plies Type 6 in Type 3 asphalt wwhite SF $ 235 - x 10000 = $ 235000G Mod Bit wwhite adhesive Energy Star Fire Rated

24 40 300 3 ply trilaminate BUR in low-solvent SF $ 220 - x 10000 = $ 220000Q Low-odor adhesive with gravel

24 50 100 Built-up roof 2 ply Type IV fiberglass SF $ 230 - x 25000 = $ 575000G 1 ply modified bitumen sheet Type IV asphalt 10 year warranty

24 50 200 Built-up roof SF $ 260 - x 25000 $ 650000G 1 ply modified bitumen base sheet 1 ply modified bitumen cap sheet Type IV asphalt 10 year warranty

24 50 225 Built-up roof added cost mechanically SF $ 035 - x 25000 = $ 875000shyattached G2 fiberglass base sheet

24 50 250 Built-up roof added cost Type IV asphalt SF $ 035 - x 25000 = $ 875000shyattached G2 fiberglass base sheet

24 50 280 Venting base sheet installed in asphalt SF $ 070 - x 25000 = $175000G Per square foot

24 50 285 Venting base sheet mechanically attached SF $100 - x 25000 = $ 250000G Per square foot

24 50 300 Built-up roof premium asphalt equiv to SF $ 855 - x 5000 = $ 427500G Garland modified coal tar pitch Millennium

added cost per ply per square foot

24 50 310 Built-up roof system 411 hail total system 20 SF $ 655 x 5000 = $ 3275000 Two plies mod bit with flood and gravel

Year total system warranty Labor and materral

Equal to Siplast 4H hail NOL



24 50 320 Fluid Applied RE-inforced Roof System SF $ 320 x 15000 = $ 4800000 Two base coats with re-inforcing three finish coats

20 year warranty Equal to Hydro Stop system

24 50 400 Built-up roof Perma Mop asphalt SF $ 032 - x 25000 = $ 800000shyadded cost per ply per square foot

24 50 450 Built-up roof Demi Mop asphalt SF $ 025 - x 25000 = $ 625000shyadded cost per ply per square foot

24 50 500 Built-up roof elastomeric modified asphalt SF $ 030 - x 25000 = $ 750000shyelongation 128 - 150 percent added cost per ply per sq ft

24 50 501 SBS Modified Bitumen Cap Sheet Overlay Co1d SF $425 - x 25000 = $ 10625000 Applied Hot Air Welded Laps

24 50 550 Cold process adhesive SF $ 025 - x 15000 = $ 375000shyadded cost per ply per square foot

24 50 600 Cold process adhesive added cost per SF $ 060 - x 15000 = $ 450000shyply per sq ft low fumesolvent equiv to Sip[ast SFT

24 50 650 Built-up roof surface SF $ 025 - x 15000 = $ 375000shywith cold asphaltic adhesive and gravel

24 50 700 Built-up roofing surface SF $ 020 - x 10000 = $ 200000shywith emulsion and granules

24 50 750 Built-up roof surface SF $ 020 - x 5000 = $ 100000shywith emulsion and aluminum coating

24 50 800 Energy Star coating over smooth surface SF $ 150 - x 5000 = $ 750000shyRoofing per square foot

24 50 850 Built-up roof surface SF $ 028 - x 10000 = $ 280000shywith aluminum coating or paint

24 60 100 Built-up roofing repairs fibered asphalt SF $ 125 - x 5000 = $ 625000shymastic (trowel grade) with fiberglass mesh

24 60 200 Built-up roofing repairs fibered asphalt SF $ 050 - x 5000 = $ 250000shymastic (brush grade) with fiberglass mesh



24 60 300 Built-up roofing repairs pitch based SF $ 020 - x 5000 = $ 100000 shymastic with fiberglass mesh

24 60 400 Built-up roofing repairs elastomeric SF $ 040 - x 5000 = $ 200000shymastic with fiberglass mesh

24 70 100 Single-ply roof EPDM SF $ 170 - x 10000 = $ 170000G 60 mils mechanically fastened

24 70 200 Single-ply roof EPDM SF $ 180 - x 10000 = $ 180000Q 60 mils fully adhered

24 70 300 Single-ply roof EPDM SF $ 225 - x 10000 = $ 225000Q 120 mils fully adhered fleece back

24 70 400 Single-ply roof TPO SF $ 240 - x 10000 = $ 240000G 80 mils reinforced fully adhered

24 70 420 Single Ply Roof TPO prefabricated pipe boot EA $ 5500- x 50 = $275000 shyflashing

24 70 500 Single-ply roof PVC SF $ 230 - x 5000 = $ 11 5000G 60 mils fully adhered

24 80 100 Flashing membrane aluminum SF $ 500 - x 5000 = $ 250000G foil clad modified bitumen membrane

24 80 200 Flashing membrane SF $ 375 - x 5000 = $ 187500G 1-ply polyester and 1 ply modified bitumen

24 80 300 Flashing membrane base ply and SF $ 525 - x 51000 = $ 2625008 granular surface modified cap

24 80 400 Flashing membrane PVC SF $ 500 - x 2000 = $ 1000008

24 80 500 Premium Flashing membrane equiv SF $ 300 - x 2000 = $ 600000shyto Hickman Pikaply MS-4

24 80 600 Flashing membrane EPDM SF $ 500 - x 2000 = $ 1000008

24 80 700 Flashing membrane TPO fleece back SF $ 500 x 2000 = $ 1000008

24 80 800 Flashing membrane high performance 2 ply SF $825 x 2000 = $ 1650000 modified bitumen in cold modified asphalt

flashing adhesive

24 90 100 Polyurethane foam roofing SF $ 099 - x 15000 = $ 148500G 11r thick



24 90 200 Polyurethane foam low rise adhesive SF $ 050 - x 5000 = $ 250000shyEquiv to Carlisle Fast 100

24 90 300 Polyurethane foam roofing SF $ 035 - x 25000 = $ 875000shyDFT minimum 30 mils Acrylic

24 90 400 Polyurethane foam roofing SF $ 040 - x 25000 $ 1000008 DFT minimum 22 mils Silicone

25 MASONRY 25 10 100 Brick remove and reset SF $ 1100- x 50 = $ 55000 shy

(Quantity 1-50 sf)

25 10 200 Brick remove and reset SF $ 1300- x 100 = $ 130000shy(Quantity over 50 sf)

25 10 250 Patch limestone spall to match existing SF $ 25000 x 10 = $ 250000shy

2510 275 Repair limestone cracks LF $ 3800- x so = $ 190000shy

25 10 280 ResetResecure limestone panel EA $ 2800-(Cj x 1 = $ 280000shy

25 10 285 Repface limestone panel per 111 thickness SF $ 75000 x 5 = $ 375000shy

25 10 290 Anchor Stones with Helifix anchors EA $ 7500- x 10 = $ 75000 shy

25 10 295 Swing stage per 10 section per month EA $ 52500 x 5 = $ 262500shy

25 10 300 Bfock remove and reset EA $ 15000 x 5 = $ 75000 shy

25 10 400 Coping stones EA $ 20000 x 5 = $ 100000shyre move and reset

8

25 20 100 Tuck pointing brick8 ft high wall LF $ 500 - x 250 = $ 125000shy

125 20 150 Tuck point Stone1 high wall LF $ 500 - x 250 = $ 125000 shy

25 20 170 Repair of 1 Expansion joint by urethane LF $ 1800- x 250 = $ 450000shyInjection

25 20 200 Excavation of dirt to allow below grade LF $ 22500 x 250 = $ 562500G Grade Price id per L1 by 811 deep and sloped

Or shored to meet OSHA trench requirements

26 METAL WORK

26 10 100 Remove standard metal decking SF $ 095 x 5000 = $ 475000shy


f-UQUS LU J4 ~OK Roofing Maintenance Contract CAP 15034 15035

26 10 200 Install Metal deck SF $ 400 - x 5000 = $ 2000008

26 20 100 Remove metal counter flashing LF $ 040 - x 2000 = $ 80000 -

26 20 200 Counter flashing galvanized

24 gauge galvanized 6 wide

LF $ 285 - x 2000 = $ 570000shy

26 20 300 Counter flashing copper 16 oz 611 wide

24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy

26 20 400 Receiver flashing 24 gauge

galvanized

LF $ 300 - x 1000 $ 300000shy

26 30 100 Remove metal edge gravel

stop eave strip or coping

LF $ 035 - x 2000 = $ 700000shy

26 30 200 Metal edge galvanized

6 11 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400

Gravel stop galvanized steel

24 gauge 611 face

Gravel stop galvanized steel ANSI SPRI E51

LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000

26 40 100 Remove metal gutter LF $ 035 - x 1500 $ 52500 -

26 40 200 Gutter galvanized steel 24 gauge

511 box or ogee mill finish

LF $ 1025shy x 2500 = $ 256250Q

26 40 300 Gutter galvanmiddot1zed steel 24 gauge

511 box or ogee Kynar finish

LF $ 125( x 2000 = S250000G

26 40 400 Gutter copper 16 oz

half round 5 11 wide

LF $1375shy x 1000 $ 137500G


ha ff round 611 wide

LF $ 1425 x 1000 $142500G

26 50 100 Remove metal downspout LF $ 040 - x 500 = $ 20000 -

26 50 200 Downspout gafvanized 24 gauge

3 11 X 4 11 Kynar finished

LF $ 1300shy x 500 = $ 650000shy

26 50 300 Downspout galvanized 24 gauge 311x411

LF $ 700 - x 500 = $ 350000shy

DCAMICAP - FORM A100 082012) BID FORMSBID AFFIDAVITS PAGE 17OF134


26 50 400 Downspout GI 24 ga LF $ 550 - x 500 = $ 275000shy4 11 round Kynar finished

26 50 500 Downspout copper LF $ 1400shy x 500 = $ 700000shy16 oz 611 round

26 50 600 Downspout strainer EA $ 300 - x 50 = $ 15000 -

26 60 100 Metal flashing copper LF $ 500 - x 250 = $ 125000shy16 oz apron flashing 9 11 wide

26 60 200 Metal flashing copper EA $ 2000shy x 10 = $ 20000 -

16 oz step flashing

26 60 225 Flashing pipe penetration EA $ 5300shy x 5 = $ 26500 -Single ply PVC

26 60 300 Metal splash pan copper 16 oz EA $ 2500shy x 10 = $ 25000

26 60 350 Metal splash pan 24 gauge Galv EA $ 2200shy x 10 = $ 22000

26 60 400 Metal trim aluminum painted SF $ 825 - x 500 = $4 12500 shy

26 60 500 Metal storm collar EA $ 3500shy x 10 = $ 35000 -

26 60 600 Metal coping galvanized steel 24 gauge SF $ 825 - x 1000 $ 825000shy

26 60 650 Metal coping galv Steel 24 ga ANSI SPRI ES 1 SF $ 950 - x 1000 = $950000 shy

26 60 700 Standing seam panels 24 gauge prefinished SF $ 470 - x 5000 = $ 2350008

26 60 750 R Panels 26 galvanized pre-finished LF $ 375 - x 5000 = $187500G

26 60 800 Panel batten covers standing seam LF $ 090 - x 7500 = $ 675000shy

26 60 900 Hat channels galvanized LF $ 100 - x 7500 = $ 750000shy

26 60 950 Standing seam continuous clip LF $ 100 - x 7500 = $ 750000shy

26 60 975 Standing seam 4 clips EA $ 700 - x 10 = $ 7000

26 60 980 Standing seam panels SF $ 7 00 - x 5000 = $ 350000G 1811 wide

26 60 990 Head wall flashing SF $ 700 - x 200 = $ 140000 -

26 70 100 Ridge Cap Flashing SF $ 725 x 200 $ 145000shyDCAMCAP - FORM A100 (082012 BID FORMSBID AFFIDAVITS PAGE 18 OF 134


26 70 200 4 Metal stud 16 gauge galvanized LF $ 175 x 10000 = $ 175000G

26 70 300 6 Metal stud 16 gauge galvanized LF $ 210 - x 10000 $ 2100008

26 70 400 Roof jack galvanized 24 gauge EA $ 14500 x 10 = $ 145000shy

26 70 500 Ice Dams standing seam roofs EA $ 4200shy x 10 $ 42000

26 70 600 Snow Retention Systems EA $ 520Q x 10 = $ 52000 Standing seam roofs

26 70 700 Zees 14 gauge EA $ 900( x 10 = $ 90000 -

27 WOODWORK

27 10 100 Demolition of plywood or SF $ 050 - x 10000 = $ 500000shystandard 11r x 6 decking

27 10 200 Demolition of standard SF $ 065 - x 10000 = $ 650000 shy211 x 6tl tongue and groove decking

27 20 100 Plywood decking CDX 12 11 thick SF $ 135 - x 5000 = $ 675000shy

27 20 200 Plywood decking CDX 58 thick SF $ 140 - x 20000 = $ 280000G

27 20 300 Plywood decking CDX 341r thick SF $ 1 70 - x 10000 = $ 1700000

27 20 400 Standard 111 x 6 decking SF $ 045 x 10000 = $ 450000shy

27 20 500 Standard 211 x 6 tongue SF $ 210 x 5000 = $ 105000Q and groove decking

27 30 100 Cants wood fiber LF $ 120 - x 1000 = $ 1200 00shytrapezoidal 11211 x 5 S811

bull

27 30 200 Cants treated wood LF $ 085 - x 2000 = $ 170000shy4 11 x 4 11 diagonal

27 40 100 Nailer treated wood 111 x 4 11 bull LF $ 200 - x 1000 = $ 200000shy


27 40 300 Nailer treated wood 211 x 611 bull LF $ 400 - x 1000 = $ 400000shy

27 50 100 Curbing treated wood 211 x 12 11 bull LF $ 430 - x 1000 = $ 430000shy

27 60 100 Joist fir 211 x 611 bull LF $ 275 - x 1000 = $ 275000 shy

DCAMCAP- FORM A100 (082012) BID FORMSBID AFFIDAVITS PAGE 19 OF 134


27 60 200 Joist fir 211 x 1ou

27 60 300 Facia board 1x10 treated wood

28 ROOF SPECIALTIES amp ACCESSORIES

28 10 100 Remove roof hatch

28 10 200 Roof hatch 16 gauge or heav1er

21611 x 3011 bull

28 10 300 Roof Hatch railing

28 10 400 Tectum roof deck tile 1 thick

28 20 100 Remove existing roof

drain except plumbing

28 20 200 Install new roof drain

except plumbing

28 20 225 Install interior roof drain

Single ply PVC

28 20 250 Install new roof drain cover

28 20 300 Flash existing roof drain

28 20 400 Plumbing stack 4 lead flashing

28 20 500 Scupper GI 24 ga match

existing configuration

28 20 525 Scupper metal coated for

single ply PVC

28 20 600 Conductor head

28 30 100 Remove existing walkway

built-up roofs

28 30 200 Walkway built-up roofs

28 40 100 Roof Ventilators per 2000 CFM

28 40 200 Install roof curb 3 by 6

with flashing nailer

LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-C(j x

$ 2200-(ij x

$ 400 - x

$ 25000 x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 10000 x

$ 015 - x

$ 300 - x

$ 11 00-(fj x

$ 1000(ij x

1000 = $ 300000shy

1000 = $ 300000 shy

1 = $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 = $125000shy

5 = $ 450000shy

5 = $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 shy$ 55000

50 = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 $ 75000 shy

5000 $150000G

1 = $ 110000 shy

5 = $ 500000 shy



28 40 300 Skylight meets OSHA fall protection EA $ 2 150-(Cj x 5 = $ 107500G Meets class 4 hail 20 yr warranty

28 40 400 Furnish and install skylight 4 by 4 EA $ 80000 x 5 = $ 400000shy

28 40 500 Install temporary fall protection per EA $ 20000 x 200 = $400000Q eight linear feet

28 50 100 Roof ladder steel EA $ 2000(ti x 1 = $ 200000shybolted to concrete up to 20 ft without cage

28 50 150 Pipe supports 12 -1 W pipe EA $ 360( x so = $ 180000shy

28 50 175 Pipe supports 2 - 3 W pipe EA $ 4700- x 50 = $ 285000shyIi 9 v

28 so 200 Roof ladder steel bolted to concrete EA $ 3300(i] x 1 = $ 330000shy20 ft and up with cage

28 50 300 Roof ladder security ladder guard EA $ 80000 x 1 = $ 80000 shy

bull28 60 100 Termination bar aluminum 14tt x 111 LF $ 190 - x 2000 = $ 380000shy

28 70 100 Pitch pocket GI 24 gauge EA $ 7000- x 25 = $ 175000shy4 x 411

with storm collar

28 70 150 Pre built form with filler 6 round EA $ 6000- x 25 = $ 150000shy

8

28 70 200 Pitch pocket GI 24 gauge EA $ 7000- x 25 = $175000shy11 x 811

with storm collar

~ 28 70 210 Pre bui[t form with filler gn round EA $ 6500- x 25 = $165000 - 1V)

lDVshy28 70 300 Pitch pocket resurface EA $ 3200- x 50 = $ 160000shy

top only

28 70 325 Pitch pocket single ply PVC EA $ 6800- x 5 = $ 34000 shy

28 70 340 Resin Based Reinforced Penetration EA $ 1 250-(fj x 1 = $ 125000 shyFlashing per 1211 x 12 Penetration

28 80 100 Expansion joint butyl LF $ 1250- x 500 = $ 625000 shyor neoprene bellows

28 80 200 Expansion joint 24 gauge G90 metal LF $ 1100- x 500 = $ 550000shy

28 90 100 Reflective coating applied metal roof SF $ 365 - x 2000 = $ 730000shyEnergy Star rated



28 90 200 Reflective coating applied singly plyBUR SF $ 365 - x 2000 = $ 730000shyEnergy Star rated

29 ROOF SERVICES

29 10 100 Asbestos core testing (2 x 2) EA $ 1500CC x 1 = $ 150000shy

29 10 200 Core analysis (14 x 1411 ) EA $ 35000 x 1 = $ 35000 shy

29 20 100 Non-destructive roof EA $ 2000(ti x 1 = $ 200000shyscan (0-50000 square feet full service)

29 20 200 Non-destructive roof EA $ 1900(tiX 1 = $ 190000shyscan (0-50000 square feet limited service)

29 30 100 On-site Construction services basic service SF $ 006 - x 10000 = $ 60000 shy

29 30 200 On-site Construction services full service SF $ 012 - x 10000 = $ 120000shy

29 40 100 Fieldshop drawings SF $ 005 - x 5000 = $25000 shy0-10000 sq ft)

29 40 200 Fieldshop drawings SF $ 003 - x 10000 = $ 30000 shy

10000- up sq ft)

29 40 300 Structural Engineer Plans and SF $ 018 - x 5000 = $ 90000 shySpecifications with Professional Sea I

29 40 400 Fire Marshall Review EA $ 100 - x 3 = $ 300

29 40 500 Architectural Plans and SF $ 032 - x 50000 = $160000G Specifications with Professional Seal

29 40 600 Architectural inspection and project SF $ 030 - x 25000 = $ 750000shyOversight on location service

29 40 700 Additional cost to work prisons and DAY $ 81000 x 20 = $ 162000G Difficult access jobs

29 40 800 Additional cost for fill dirt on difficult CF $ 900 - x 20 = $18000 shyaccess jobs

29 40 900 Additional cost for sod on difficult SF $ 125 - x 100 = $12500 shyaccess jobs

29 50 500 Contractors per diem costs for work DAY $ 6000- x 100 = $ 600000shyoutside major population areas

DCAMCAP - FORM A100 082012) BID FORMSBID AFFIDAVITS PAGE 22 OF 134


29 60 100 Contractors per diemcosts for

asbestos abatement planning

29 70 100 Asbestos abatement activities

removal and disposal waste BUR

30 ROOF MANAGEMENT SERVICES

31 10 100 Annual Roof Inspection

31 20 100 Semi-Annual Roof Inspection

31 30 100 Computerized Roof Management Program

31 40 100 Leak investigation two man crew

50 ADDITIONAL ITEMS

5110 100 Dump fees

5110 101 (O to (50) miles round trip

5110 102 (51) to (100) miles round trip

5110 103 In excess of (100) miles round trip

5120 100 Furnish Crane hydraulic

100 foot boom

5120 200 Furnish Forklift reach

5120 300 Furnish Man Lift articulated

5120 400 Furnish smokeless kettle for job

5120 500 Furnish external stair tower set up

and tear down

5120 600 Furnish Stockade Fence set up

and tear down

5120 700 Furnish Scaffolding set up

and tear down per 8 foot stage

5120800 Furnish Safety Monitor on roof

5120850 Furnish Safety Monitor for traffic

DCAMCAP- FORM A100 (082012)

DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy

BID FORMSBID AFFIDAVITS PAGE 23 OF 134


51 20 901 Furnish Mechanical Proposal for miscellaneous rooftop services

Subcontractor proposal plus fifteen percent See Specification Do not enter any pricing)

51 20 931 Furnish Electrical Proposal for miscellaneous rooftop services

Subcontractor proposal plus fifteen percent (See Specification Do not enter any pricing

51 20 961 Furnish Plumbing Proposal for miscellaneous rooftop services

Subcontractor proposal plus fifteen percent (See Specification Do not enter any pricing)

5130100 20 Year No Dollar Limit SF $ 015 - x 50000 = $ 7 50000 shyState of Oklahoma Roof Warranty

Roofs up to 10000 sq ft

51 30 200 20 Year No Dollar Limit SF $ 012 - X 1soooo = $ 180000G State of Oklahoma Roof Warranty

Roofs exceeding 10000 sq ft

5140100 10 Year No Dotlar Limit SF $ 010 - x 50000 = $ 500000shyState of Oklahoma Roof Warranty

Roofs up to 10000 sq ft 5140 200 10 Year No Dollar Limit SF $ 008 - x 150000 = $120000G

State of Oklahoma Roof Warrant


$2 75232800Total Price

THE TOTAL PRICE IS THE SUM OF ALL PRICES IN THE EXTENDED PRICE COLUMN


State of Oklahoma Standard Form of AgreementOffice of Management and Enterprise Services

Between Owner and Contractor Division of Capital Assets Management Where the Basis of Payment is aConstruction and Properties

Stipulated Sum (IDIQ)

This document has important legal consequences Consultation with an attorney is encouraged with respect to its completion or modification

AGREEMENT made as of the 13th day of October 2014

BETWEEN the Owner State of Oklahoma Office of Management and Enterprise Services Division of Capital Assets Management Construction and Properties Department Will Rogers Building 2401 N Lincoln Suite 106 Oklahoma City OK 73152-3448

On behalf of Office of Management amp Enterprise Services Div of Capital Asset Management Construction amp Properties Dept

01v1s1on of Cip111 t~tls l Jti]emcntAnd the Contractor Universal Roofing amp Sheet Metal Inc

Construci1on ampPropertiesPO Box 6650 Moore OK 73153

The Project is State of Oklahoma Roofing Maintenance Contract DCAM 15034 -Area 1

The Consultant is NA

The Owner and the Contractor agree as follows

ARTICLE 1 THE CONTRACT DOCUMENTS

The Contract Documents consist of this Agreement Conditions of the Contract (General Supplementary and other Conditions) Drawings Specifications and Addenda issued prior to execution of this Agreement other documents listed in this Agreement and Modifications issued after execution of this Agreement these form the Contract and are as fully a part of the Contract as if attached to this Agreement or repeated herein The Contract represents the entire and Integrated agreement between the parties hereto and supersedes prior negotiations representations or agreements either written or oral An enumeration of the Contract Documents other than Modifications appears in Article 8

ARTICLE 2 THE WORK OF THIS CONTRACT

The Contractor shall ful ly execute the Work described in the Contract Documents except to the extent specifically indicated in the Contract Documents to be the responsibility of others

ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION

31 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner

32 The Contract Time shall be measured from the date of Work Order

33 The Contractor shall achieve Substantial Completion of the entire Work not later than October 31 2015 days from the date of commencement or as follows None subject to adjustments of this Contract Time as provided in the Contract Documents

ARTICLE 4 CONTRACT SUM

41 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractors performance of the Contract The Contract Sum shall be Indefinite Quantity Indefinite Delivery on an as needed basis based upon the Unit Price Schedule attached subject to additions and deductions as provided in the Contract Documents

42 The Contract Sum is based upon the following alternates if any which are described in the Contract Documents and are hereby accepted by the Owner

DCAMCAP-FORM A101 (092013) STIPULATED SUM CONTRACTNON-COLLUSION AFFIDAVIT PAGE 1 OF 5


None

43 Options The following options shall remain available for 30 days after the contract date After the expiration date the cost of the option may be negotiated by the Owner and Contractor

None

44 Unit prices if any are as follows

See Bid Form attached

ARTICLE 5 PAYMENTS

51 PROGRESS PAYMENTS 511 The Contractor shall follow the current Rules and Procedures established by the Construction and Properties Department of the Division of Capital Assets Management Office of Management and Enterprise Services State of Oklahoma to ensure compliance with state statutes

512 Based upon Applications for Payment submitted to the Consultant by the Contractor and Certificates for Payment issued by the Consultant the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents

513 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month or as follows NA

514 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents The schedule of values shall allocate the entire Contract Sum among the various portions of the Work The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Consultant may require This schedule unless objected to by the Consultant shall be used as a basis for reviewing the Contractors Application for Payment

515 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment

516 Subject to other provisions of the Contract Documents the amount of each progress payment shall be computed as follows

1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedules of values less retainage of five percent (5) Pending final determination of cost to the Owner of changes in the Work amounts not in dispute shall be included as provided in Subparagraph 7 38 of CAP Document A201-General Conditions

2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or if approved in advance by the Owner suitably stored off the site at a location agreed upon in writing) less retainage of five percent (5)

3 Subtract the aggregate of previous payments made by the Owner and

4 Subtract amounts if any for which the Consultant has withheld or nullified a Certificate for Payment as provided in Paragraph 95 of CAP Document A201-1997

517 The progress payment amount determined in accordance with Subparagraph 516 shall be further modified under the following circumstances

1 Add upon Substantial Completion of the Work a sum sufficient to increase the total payments to the full amount of the Contract Sum less such amounts as the Consultant and Owner shall determine for incomplete Work retainage applicable to such work and unsettled claims and (stat other requirements if any)

2 Add if final completion of the Work is thereafter materially delayed through no fault of the Contractor any additional amounts payable in accordance with Subparagraph 9103 of CAP Document A201shyGeneral Conditions

518 Reduction or limitation of retainage if any shall be as follows


52 FINAL PAYMENT

521 Final payment constituting the entire unpaid balance of the Contract Sum shall be made by the Owner to the Contractor when

1 the Contractor has fully performed the Contract except for the Contractors responsibility to correct Work as provided in Subparagraph 1222 of CAP Document A201-General Conditions and to satisfy other requirements if any which extend beyond final payment and

2 a final Certificate for Payment has been issued by the Consultant and accepted by the Owner

522 The Owners final payment to the Contractor shall be made no later than 30 days after the issuance of the Consultants final Certificate for Payment

ARTICLE 6 TERMINATION OR SUSPENSION

61 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of CAP Document A201shyGeneral Conditions

62 The Work may be suspended by the Owner as provided in Article 14 of CAP Document A201-General Conditions

ARTICLE 7 MISCELLANEOUS PROVISIONS

71 Where reference is made in this Agreement to a provision of CAP Document A201-General Conditions or another Contract Document the reference refers to that provision as amended or supplemented by other provisions of the Contract Document

72 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the legal state rate

73 The Owners representative is Mickerl Jones Acting State Construction Administrator Construction and Properties Department Division of Capital Assets Management P 0 Box 53448 Oklahoma City OK 73152-3448

74 The Contractors representative is Jimmy Guthrie

76 Neither the Owners nor the Contractors representative shall be changed without ten days written notice to the other party

77 AUDITS AND RECORDS CLAUSE As used in this clause records includes books documents accounting procedures and practices and other data regardless of type and regardless of whether such items are in written form in the form of computer data or in any other form In accepting any contract with the State the Contractor agrees any pertinent State or Federal agency will have the right to examine and audit all records relevant to execution of the resultant contract The contractor is required to retain all records relative to this contract for the duration of the contract term and for a period of three years following completion andor termination of the contract If an audit litigation or other action involving such records are started before the end of the three year period the records are required to be maintained for three years from the date that all issues arising out of the action are resolved or until the end of the three year retention period whichever is later

78 The Contractor certifies that it and all proposed subcontractors whether known or unknown at the time this contract is executed or awarded are in compliance with 25 OS sect1313 and participate in the Status Verification System The Status Verification System is defined in 25 OS sect1312 and includes but is not limited to the free Employee Verification Program (EshyVerify) available at wwwdhsgove-verifv

79 Other provisions

791 Per the State of Oklahoma Governors Executive Order 2012-01 filed February 6 2012 and effective July 1 2012 the use of any tobacco product shall be prohibited on any and all properties owned leased or contracted for use by the State of Oklahoma including by not limited to all buildings land and vehicles owned leased or contracted for use by agencies or instrumentalities of the State of Oklahoma

ARTICLE 8 ENUMERATION OF CONTRACT DOCUMENTS

81 The Contract Documents except for Modifications issued after execution of this Agreement are enumerated as follows


811 The Agreement is this executed edition of the Standard Form of Agreement Between Owner and Contractor CAP Document A 101

812 The General Conditions are the current edition of the General Conditions of the Contract for Construction CAP Document A201 as incorporated in the Project Manual

813 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated August 2014 and are as follows

Document Date See Project Manual for DCAM 15034

814 The Specifications are those contained in the Project Manual dated August 2014 as in Subparagraph 81 3 and are as follows

Number Title Date See Project Manual for DCAM 15034

815 The Drawings are as follows and are dated None unless a different date is shown below Number None

Title Date

816 The Addenda if any are as follows Number 1 2

Date Sept 4 2014 Sept 29 2014

Pages 1 1

817 Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 8

818 Other documents if any forming part of the Contract Documents are as follows

Notice to ProceedWork Order

This agreement is entered into as of the day and year first written above and is executed in at least three original copies of which one is to be delivered to the Contractor one to the Consultant for use in the administration of the Contract and the remainder to the Owner

This Agreement entered into as of the day and year written above

STATE OF OKLAHOMA Universal Roofing amp Sheet Metal OFFICE OF MANAGEMENT AND ENTERPRISE SERVICES DIVISION OF CAPITAL ASSET MANAGEMENT

Mickerl Jones Acting State Construction Administrator (Printed nam and title FEI z-ltKUO((Construction and Properties Department

The Using Agency certifies that funds are available and dedicated to complete the contract sums stated in this Contract The Using Agency agrees to pay all project related costs including but not limited to work related to unknown site conditions remediation of discovered environmental conditions legal expenses judgments and any reasonable project related expense

OMESDCAMCAPD

Using Agency Authorized Representative (Signature)

(Printed name and title


State of Oklahoma Office of Management and Enterprise Services Division of Capital Assets Management Non-Collusion Affidavit Construction and Properties

The statement below must be signed and notarized before this e-0ntract will become effective

]mMl bA~Q bull4 of lawful age being first duly sworn on oath says that (s)he is the agent

authorized by ontractor to submit the above Contract to the State of Oklahoma

Affiant further states that contractor has not paid given or donated or agreed to pay give or donate to any officer or

employee of the State of Oklahoma any money or other thing of value either directly or indirectly in the procuring of the Contract

fa~ tfJ11QO fkc6uo(Printed na and title)

Subscribed and sworn to before me this _ _ __d_q_____day of JC-obey 2ohl

~~ SEAL ~o4 J- bullWHITNEYGUTHRIEbull

Commission Number 1

~tltt~CfJ(_p PUBUC commission II 110Q82SS o-~ Clrolt September 13 2015 1(ArO ltgt11bullshyMy Commission Expires Cl In VJ

DCAMCAP-FORM A101 (092013) STIPULATED SUM CONTRACTNONmiddotCOLLUSION AFFIDAVIT PAGE 6 OF 6

State of Oklahoma Office of Management and Enterprise Services Notice to ProceedWork Order Division of Capital Assets Management Value-Added Programs Construction and Properties

This document has important legal consequences Consultation with an attorney is encouraged

Notice to proceed date November 1 2014

In accordance with the Agreement or Purchase Order dated October 13 2014

BETWEEN the Vendors State of Oklahoma client - identified as the Office of Management and Enterprise Services Owner Division of Capital Assets Management

Construction and Properties Department Will Rogers Building 2401 N Lincoln Suite 106 Oklahoma City OK 73152-3448

On behalf of Using Agency Various

And the Vendor Universal Roofing amp Sheet Metal Inc PO Box 6560 Moore OK 73153

For the following Project CAP Project Number R15034 (reference on all invoices) DCAMCAP Purchase Order Number NA (reference on all invoices)

1 Authorization is given to proceed with the project of State of Oklahoma Roofing Maintenace Contract - Area 1

2 Work Periods set forth in the agreement or purchase order begin upon receipt of this Notice to Proceed I Work Order

3 Contract Time As specified by OwnerUsing Agency

4 Contract Sum Determined by assigned projects

5 Completion Date As specified by OwnerUsing Agency

DCAMCAP - FORM M900P (112014) NOTICE TO PROCEEDWORK ORDER - VALUE ADDED PRORGAMS PAGE 1 OF 1




Estimated Extended 21 WATERPROOFING amp DAMPPROOFING Unit Unit Price x Quantity = Price per Vear




21 10 300 Waterproofing rubberized coating SF $ 40 - x 1000 = $40000 shybrush applied per coat

21 10 400 Waterproofing vinylacrylic SF $ 270 - x 1000 = $ 270000shybrush applied (smooth) per coat

21 10 500 Waterproofing non-pigmented SF $ 235 - x 1000 $ 235000shysynthetic resin sprayed on 1 coat



21 10 800 Waterproofing Elastomeric Joint Sealant LF $ 315 - x 500 = $ 157500shyW by X




21 20 200 Caulking epoxy urethane X x LF $ 125 - x 1000 = $ 125000shycompound 2 component in place

21 20 300 Caulking polyurethane X1 x W LF $058 - x 1000 = $ 58000 shy

1 component in place

DCAMCAP - FORM A100 (082012) BID FORMSBID AFFIDAVITS PAGE 8OF134


21 20 400 Caulking polyurethane W x Yz 1 component in place

LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600

Caulking silicone rubber W x 11

in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -

21 30 200 Backer rod polyethylene Yi diameter


LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy


lsocyanurate in 4 1 X 41 or 4 X 8 sheets


SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G

DCAMCAP - FORM A100 (082012) BID FORMSfBID AFFIDAVITS PAGE 9 OF 134

August ~U14 SOK Roofing Maintenance Contract CAP 15034 15035

22 20 300 Roof deck insulation 1 SF $ 130 - x 10000 = $ 130000Q lsocynanurate in 4 1 X 4 or 4 X 8 sheets

112r thick R-100 mechanically fastened


2 12 thick R-153 mechanically fastened

22 30 100 Roof deck insulation SF $ 122 - x 10000 = $ 122000G fiberboard in 4 1x 41 or 41 X81 sheets


22 30 200 Roof deck insulation SF $ 130 - x 10000 = $ 130000G fiberboard in 4x 4 1 sheets 1 11 thick

R-2781 applied in Type IV asphalt





22 30 500 Roof deck insulation 4 by 9by W SF $ 095 - x 10000 = $ 950000shyadhered or fastened equiv to Dens Deck


22 40 100 Roof deck insulating concrete lightweight SF $ 125 - x 10000 = $ 125000G air entrained pre-generated cellular concrete mixed with Portland R-value depending on thickness

per Inch of depth per square foot

22 50 100 Roof deck insulation SF $ 185 - x 10000 = $ 185000G lsocyanurate (black facer only) tapered 14 per foot slope





10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy


23 100 Remove composition shingles and felts


SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy

23 100 Shingles fiberglass Gass A


SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G

23 20 300 Shingles fiberglass Class A 40-year premium laminated multi-layered

shingles

SF $ 230 - x 2000 = $ 460000shy

23 100 Replace roof tiles (clay slate) EA $ 4500 x 50 = $ 225000shy




SF $ 310 - x 2000 = $ 620000shy

23 200 No 1 Blue label tapersawn and kiln-dried Western red cedar shakes 241ength with 58)1 butt


SF $ 345 - x 2000 = $ 690000shy

23 40 300 Ice and water shield underlayment SF $ 075 - x 2000 = $ 150000 shy

23 100 Additional cost for over 912 pitch SF $ 010 - x 5000 = $ 50000 -



aggregate ( 1 layer 4-ply built-up roofing)

SF $ 028 - x 100000 = $ 280000G

24 10 110 Spud embedded aggregate SF $ 030 - x 25000 = $ 750000 shy


DCAMICAP - FORM A100 (082012) BID FORMSBID AFFIDAVITS PAGE 11 OF 134


24 10 130 Wet vacuum loose aggregate from SF $ 012 - x 25000 = $ 300000shymembrane



24 10 220 Remove single ply roof SF s005 - x 25000 = $ 125000shymembrane(mechanically attached) only


24 10 400 Flood coat and gravel surface asphalt SF $ 085 - x 50000 $ 425000G

24 10 500 Flood coat and gravel surface SF $ 1 60 - x 10000 = $ 160000G coal tar pttch




24 20 100 3 ply fiberglass Type IV asphalt SF $ 135 - x 25000 $ 3375008


24 30 100 4 ply Type IV fiberglass felt SF $ 220 - x 25000 $ 550000G Type IV asphalt 20 year warranty

24 30 200 4 ply type IV TC fiberglass felt SF $ 245 - x 25000 = $ 612500f) coal tar pitch 20 year warranty



24 30 500 2 ply modified bitumen roof system with SF $ 410 - x 25000 $ 10250080 Bottom ply in asphalt cap ply in cold process adhesive Equal to Siplast 2030 FR


August LU14 SOK Roofing Maintenance Contract CAP 150341 15035

24 30 600 2 ply high performance modified bitumen roof SF $ 570 x 5000 = $ 2850000 system with asphalt flood coat ampgravel

surfacing

30 Year Warranty



24 40 200 3 plies Type 6 in Type 3 asphalt wwhite SF $ 235 - x 10000 = $ 235000G Mod Bit wwhite adhesive Energy Star Fire

Rated


24 50 100 Built-up roof 2 ply Type IV fiberglass SF $ 230 - x 25000 = $ 5750008 1 ply modified bitumen sheet Type IV asphalt 10 year

warranty

24 50 200 Built-up roof SF $ 260 - x 25000 = $ 6500008 1 ply modified bitumen base sheet 1 ply

modified

bitumen cap sheet Type IV asphalt 10 year

warranty



24 50 280 Venting base sheet1 installed in asphalt SF $ 070 - x 25000 = S175000G Per square foot




24 so 310 Built-up roof system 411 hail total system 20 SF $ 655 x 5000 = $ 3275000 Two plies mod bit with flood and gravel

Year total system warranty Labor and material

Equal to Siplast 411 hail NOL



24 SO 320 Fluid Applied RE-inforced Roof System SF $ 320 x 15000 = $ 4800000 Two base coats with re-inforcing three finish coats


24 50 400 Built-up roof Perma Mop asphat SF $ 032 - x 25000 = $ 800000shyadded cost per ply per square foot


24 so 500 Built-up roof elastomeric modified asphalt SF $ 030 - x 25000 = $ 750000shyelongation 128 - 150 percent added cost per ply per sq ft

24 50 501 SBS Modified Bitumen Cap Sheet Overlay Cold SF $425 - x 25000 = $ 10625000 Applied Hot Air Welded Laps



24 50 650 Built-up roof surface SF $ 025 - x 15000 $ 375000shywith cold asphaltic adhesive and gravel









24 60 300 Built-up roofing repairs pitch based

mastic with fiberglass mesh

SF $ 020 - x 5)000 $ 100000 shy

24 60 400 Built-up roofing repairs elastomeric


SF $ 040 - x 5000 = $ 200000shy

24 70 100 Single-ply roof EPDM

60 mils mechanically fastened

SF $ 170 - x 10000 = $ 170000G


60 mils fully adhered

SF $ 180 - x 10000 = $ 180000G


120 mils fully adhered fleece back

SF $ 225 - x 10000 = $ 225000Q

24 70 400 Single-ply roof TPO

80 mils reinforced fully adhered

SF $ 240 - x 10000 = $ 240000G

24 70 420 Single Ply Roof TPO prefabricated pipe boot flashing

EA $ 5500shy x 50 $ 275000 -

24 70 500 Single-ply roof PVC

60 mils) fully adhered

SF $ 230 - x 5000 $ 115000G

24 80 100 Flashing membrane aluminum

foil clad modified bitumen membrane

SF $ 500 - x 5000 = $ 250000G

24 80 200 flashing membrane

1-p[y polyester and 1 ply modified bitumen

SF $ 375 - x 5000 = $ 187500G

24 80 300 Flashing membrane base ply and

granular surface modified cap

SF $ 525 - x 5000 = $ 262500G

24 80 400 F[ashing membrane1 PVC SF $ 500 - x 2000 = $ 100000G

24 80 500 Premium Flashing membrane equiv

to Hickman Pikaply MS-4

SF $ 300 - x 2000 = $ 600000shy


24 80 700 Flashing membrane TPO fleece back SF $ 500 x 2000 = $ 100000G

24 80 800 Flashing membrane high performance 2 ply

modified bitumen in cold modified asphalt

flashing adhesive

SF $825 x 2000 = $ 1650000

24 90 100 Polyurethane foam roofing

111 thick

SF $ 099 - x 15000 = $ 148500G



24 90 200 Polyurethane foam low rise adhesive SF $ 050 x 5000 = $ 250000shyEquiv to Carlisle Fast 100


24 90 400 Polyurethane foam roofing SF $ 040 - x 25000 $ 1000008 DFT minimum 22 mifs Silicone

25 MASONRY

25 10 100 Brick remove and reset SF $ 1100- x 50 = $ 55000 shyQuantity 1-50 sf)

25 10 200 Brick remove and reset SF $ 1300- x 100 = $ 130000shy(Quantity over 50 sf

25 10 250 Patch limestone spall to match existing SF $ 25000 x 10 $ 250000shy

2510 275 Repair limestone cracks LF $ 3800- x 50 $ 190000shy

25 10 280 ResetResecure limestone panel EA $ 2 800~ x 1 = $ 280000shy

25 10 285 Replace limestone panel per 111 thickness SF $ 75000 x 5 = $ 375000shy

25 10 290 Anchor Stones with Helifix anchors EA $ 7500- x 10 $ 75000 shy


25 10 300 Block remove and reset EA $ 15000 x 5 = $ 75000 shy

25 10 400 Coping stones EA $ 20000 x 5 = $ 100000shyremove and reset


25 20 150 Tuck point Stone 8 high wall LF s500 - x 250 = $ 125000shy

25 20 170 Repair of 1n Expansion joint by urethane LF $ 1800- x 250 = $ 450000shyInjection

25 20 200 Excavation of dirt to allow below grade LF $ 22500 x 250 = $ 562500G Grade Price id per L by 8 11 deep and sloped


26 METAL WORK

26 10 100 Remove standard metal decking SF $095 x 5000 $ 475000shy


August ~uvt- ~OK Roofing Maintenance Contract CAP 15034 15035





LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face

Gravel stop galvanized steel ANSl SPRI ES1

LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q

26 40 300 Gutter galvanized steet 24 gauge


LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q


26 50 200 Downspout galvanized 24 gauge

3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy

26 50 300 Downspout galvanized 24 gauge 3bull1 x411

LF $ 700 - x 500 = $ 350000shy



26 50 400 Downspout GI 24 ga LF $ 550 x 500 = $ 275000shy4 11 round Kynar finished


26 50 600 Downspout strainer EA $ 300 - x so = $ 15000 -

26 60 100 Metal flash[ng copper LF $ 500 - x 250 = $ 125000shy16 oz apron flashing 911 wide

26 60 200 Metal flashing copper EA $ 200( x 10 = $ 20000 -

16 oz step flashing






26 60 600 Metal coping galvanized steel 24 gauge SF $ 825 - x 1000 = $ 825000shy








26 60 980 Standing seam panels SF $ 700 - x 5000 = $ 350000G 1811 wide

26 60 990 Head wall flashing SF $ 7 00 - x 200 = $ 140000shy

26 70 100 Ridge Cap Flashing SF $ 725 x 200 $ 145000 -DCAMCAP- FORM A100 (0812012) BID FORMSBID AFFIDAVITS PAGE 18 OF 134


26 70 200 4 Metal stud 16 gauge galvanized LF $ 175 - x 10000 = $ 175000G

26 70 300 6J Metal stud 16 gauge galvanized LF $ 210 - x 10000 = $ 2100008

26 70 400 Roof jack galvanized 24 gauge EA $ 14500 x 10 = $145000shy

26 70 500 Ice Dams standing seam roofs EA $ 4200- x 10 = $ 42000

26 70 600 Snow Retention Systems EA $ 5200- x 10 = $ 52000 Standing seam roofs

26 70 700 Zees 14 gauge EA $ 9000- x 10 = $ 90000 shy

27 WOODWORK

27 10 100 Demolition of pfywood or SF $ 050 - x 10000 = $ 500000shystandard 111 x 611 decking

2

11

27 10 200 Demolition of standard SF $ 065 - x 10000 $ 650000 shyx 6 11 tongue and groove decking

27 20 100 Plywood decking CDX 12ir thick SF $ 135 - x 5000 = $ 675000shy

27 20 200 Plywood decking CDX 58 11 thick SF $ 140 - x 20000 = $ 280000G

27 20 300 Plywood decking CDX 34r thick SF $ 170 - x 10000 = $ 1700000

27 20 400 Standard 111 x 611 decking SF $ 045 - x 10000 $ 450000shy

27 20 500 Standard 2n x 611 tongue SF $ 210 - x 5000 = $ 105000Q and groove decking

27 30 100 Cants wood fiber LF $ 120 - x 1000 = $ 1200 00shytrapezoidal 112 x 5 S8 11

bull


27 40 100 Nailer treated wood 1u x 4 LF $ 200 - x 1000 = $ 200000shy

27 40 200 Nailer treated wood 2 x 4 11bull LF $ 370 - x 1000 = $ 370000shy

27 40 300 Nailer treated wood 2rr x 61r LF $ 400 - x 1000 = $ 400000shy

27 50 100 Curbing treated wood 211 x 12 11bull LF $ 430 - x 1000 = $ 430000shy

27 60 100 Joist fir 2ir x 611 LF $ 275 - x 1000 = $275000 shybull



27 60 200 Joist fir 2 x 1011 bull

27 60 300 Facia board 1 x 10 treated wood



28 10 200 Roof hatch 16 gauge or heavier

21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy



28 40 300 Skylight meets OSHA fall protection EA $ 2150-(i)X 5 = $ 107500Q Meets class 4 hail 20 yr warranty


28 40 500 Install temporary fall protection per EA $ 20000 x 200 = $400000G eight linear feet

28 50 100 Roof ladder steel EA $ 2000(ij x 1 $ 200000shybolted to concrete up to 20 ft without cage

28 50 150 P[pe supports 12 1 -1 W pipe EA $ 360( x 50 = $ 180000shy

28 50 175 Pipe supports 211 - 3 Y2 pipe EA $ 4700- x so = $ 285000shy

28 50 200 Roof ladder steel bolted to concrete EA $ 330((Cj x 1 = $ 330000shy20 ft and up with cage


28 60 100 Termination bar aluminum 1411 x 11r LF $ 190 - x 2000 = $ 380000shy


with storm collar


8


with storm collar

28 70 210 Pre built form with filler gn round EA $ 6500- x 25 $165000 shy

28 70 300 Pitch pocket resurface EA $ 3200- x 50 = $ 160000shytop only


28 70 340 Resin Based Reinforced Penetration EA $ 1250-Cfi x 1 = $ 125000 shyFlashing per 12 x 12 Penetration






28 90 200 Reflective coating applied singly plyBUR SF $ 365 - x 2000 $ 730000shyEnergy Star rated

29 ROOF SERVICES

29 10 100 Asbestos core testing (2 11 x 211 ) EA $ 1500~ x 1 = $ 150000shy

29 10 200 Core analysis 14 11 x 14) EA $ 35000 x 1 $ 35000 shy

29 20 100 Non-destructive roof EA $ 2000(CJ x 1 = $ 200000shyscan (0-50000 square feet full service)

29 20 200 Non-destructive roof EA $ 190(CC] x 1 = $190000 shyscan (0-50000 square feet limited service)



29 40 100 Fieldshop drawings SF $ 005 - x 5000 = $25000 shy(0-10000 sq ft)


10000- up sq ft)

29 40 300 Structural Engineer Plans and SF $ 018 - x 5000 = $ 90000 shySpecifications with Professional Seal













removal and disposal waste BUR1






50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down

51 20 700 Furnish Scaffolding set up




DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x



51 20 901 Furnish Mechanical Proposal for

miscellaneous rooftop services Subcontractor proposal plus fifteen percent (See Specification Do not enter any pricing)





5130100 20 Year No Dollar Lim[t SF $ 015 - x 50000 = $750000shyState of Oklahoma Roof Warranty Roofs up to 10000 sq ft



5140 100 10 Year No Dollar Limit SF $ 010 - x 50000 = $ 500000shyState of Oklahoma Roof Warranty


5140 200 10 Year No Dollar Limit SF $ 008 - x 150000 = $120000G State of Oklahoma Roof Warrant










BETWEEN the Owner State of Oklahoma Office of Management and Enterprise Services Division of Capital Assets Management Construction and Properties Department Will Rogers Building 2401 N Lincoln Suite 106 Oklahoma City OK 73152-3448 5) rr rr ~ rr nlt fr fRl

On behalf of Office of Management amp Enterprise Services Div of Capital Asset Management J J OCT 29 2014 1D Construction amp Properties Dept

And the Contractor Universal Roofing amp Sheet Metal Inc PO Box 6650 Moore OK 73153

The Project is State of Oklahoma Roofing Maintenance Contract DCAM 15035 - Area 3




The Contract Documents consist of this Agreement Conditions of the Contract (General Supplementary and other Conditions) Drawings Specifications and Addenda issued prior to execution of this Agreement other documents listed in this Agreement and Modifications issued after execution of this Agreement these form the Contract and are as fully a part of the Contract as if attached to this Agreement or repeated herein The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations representations or agreements either written or oral An enumeration of the Contract Documents other than Modifications appears in Article 8


The Contractor shall fully execute the Work described in the Contract Documents except to the extent specifically indicated in the Contract Documents to be the responsibility of others









_


None


None



ARTICLE 5 PAYMENTS



513 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month or as follows NIA

514 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents The schedule of values shall allocate the entire Contract Sum among the various portions of the Wor~ The schedule of values shall be prepared in such form and supported by such data to substantiate its accumiddotacy as the Consultant may require This schedule unless objected to by the Consultant shall be used as a basis for reviewing the Contractors Application for Payment



1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedules of values less retainage of five percent (5) Pending final determination of cost to the Owner of changes in the Work amounts not in dispute shall be included as provided in Subparagraph 738 of CAP Document A201-General Conditions




51 7 The progress payment amount determined in accordance with Subparagraph 5 16 shall be further modified under the following circumstances





52 FINAL PAYMENT















78 The Contractor certifies that it and all proposed subcontractors whether known or unknown at the time this contract is executed or awarded are in compliance with 25 OS sect1313 and participate in the Status Verification System The Status Verification System is defined in 25 OS sect1312 and includes but is not limited to the free Employee Verification Program (EshyVerify) available at wwwdhsgove-veritv

79 Other provisions



81 The Contract Documents except for Modifications issued after execution of this Agreement are enumerated as fol lows

DCAMCAP-FORM A101 (09201 3) STIPULATED SUM CONTRACTNON-COLLUSION AFFIDAVIT PAGE 4 OF 6





814 The Specifications are those contained in the Project Manual dated August 2014 as in Subparagraph 813 and are as follows



Title Date



Pages 1 1






STATE OF OKLAHOMA Universal Roofing amp Sheet Metal OFFICE OF MANAGEMENT AND ENTERPRISE SERVICES DIVISION OF CAPITAL ASSETS MANAGEMENT

Mickerl Jones Acting State Construction Administrator Construction and Properties Department


OMESDCAMCAPD


(Printed name and title)



The statement below must be signed and notarized before this contract will become effective



JJu 1poundJ~~ JUI~(Printed Dfime and title)

Subscribed and sworn to before me this --~dtl~___day of_(_J ---~----___ Cict~W 2ohl

OFFICIAL SEAL bull WHITNEY GUTHRIE bull

PUBLIC Commission t100828S commission Numbbull I0~neuro6 01rf-O~ ExplreS September 13 2015

My Commission Expires 9

ofA~ ~ ~

Div1sio~f C2prci1 Assets Mnagement Cur1strnction ampPrnperties

















DCAMCAP - FORM B151AM (082015) AMENDMENT TO STANDARD FORM OF AGREEMENT-CONSULTANT PAGE 1 OF 1

State of Oklahoma Office of Management and Enterprise Services Division of Capital Assets Management Construction and Properties

Amendment to Standard Form of Agreement Between Owner and

Consultant

This document has important legal consequences Consultation with an attorney is encouraged with respect to its completion

AGREEMENT made as of the 9th day of November in the year 2017

BETWEEN the Consultantrsquos client ndash identified as the Owner

State of Oklahoma Office of Management and Enterprise Services Division of Capital Assets Management Construction and Properties Department Will Rogers Building 2401 N Lincoln Suite 212 Oklahoma City OK 73152-3448

On behalf of NA And the Consultant Universal Roofing ampSheet Metal Inc PO Box 6650

Moore OK 73153 For the following Project CAP Project Number 15034 Project Name Area 1

The Owner Using Agency and Consultant agree as follows ARTICLE 1 Amendment No 1 of 4 Renewal Ops

Add the following

Article 34 Renewal period for Fiscal Year 20182019 November 1 2017 through October 31 2018

NA (Using Agency Authorized Representative Printed Name) (Authorized Representative Signature) (Date)

NA NA NA NA NA NA NA N NA

(GL Unit) (Program Code) (Account) (Sub-Account) (Fund Type) (Class Fund) (Department) (Budget Ref)

(Operating Unit)

OCIA Funding Approval (if applicable) - Initial (Attach Agency Change Order Request Form 010AB if necessary)

This Agreement entered into as of the day and year first written above

(Consultant Authorized Representative Signature) (Date Signed)

(Authorized Representative Printed Name and Title)

(EINTIN Number)

27-0030166

Jimmy Guthrie President

11617 Jimmy Guthrie November 01 2017




Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie


21 20 400 Caulking polyurethane W x W 1 component in place

LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600

Caulking silicone rubber W x X11

in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -

21 30 200 Backer rod polyethylene1 Yi diameter


LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy



1-12 thick R-100 applied in Type IV asphalt

SF $ 140 - x 10000 $ 140000G




SF $ 175 - x 50000 = $ 875000G



























SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - )( 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























30 Year Warranty



















































flashing adhesive








(Quantity 1-50 sf)










8






26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


6 11 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 125( x 2000 = S250000G



LF $1375shy x 1000 $ 137500G



LF $ 1425 x 1000 $142500G




LF $ 1300shy x 500 = $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing























26 70 700 Zees 14 gauge EA $ 900( x 10 = $ 90000 -

27 WOODWORK









bull









27 60 200 Joist fir 211 x 1ou





21611 x 3011 bull






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-C(j x

$ 2200-(ij x

$ 400 - x

$ 25000 x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 10000 x

$ 015 - x

$ 300 - x

$ 11 00-(fj x

$ 1000(ij x

1000 = $ 300000shy

1000 = $ 300000 shy

1 = $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 = $125000shy

5 = $ 450000shy

5 = $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 shy$ 55000

50 = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 $ 75000 shy

5000 $150000G

1 = $ 110000 shy

5 = $ 500000 shy













with storm collar


8


with storm collar



top only









29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie


























SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - )( 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























30 Year Warranty



















































flashing adhesive








(Quantity 1-50 sf)










8






26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


6 11 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 125( x 2000 = S250000G



LF $1375shy x 1000 $ 137500G



LF $ 1425 x 1000 $142500G




LF $ 1300shy x 500 = $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing























26 70 700 Zees 14 gauge EA $ 900( x 10 = $ 90000 -

27 WOODWORK









bull









27 60 200 Joist fir 211 x 1ou





21611 x 3011 bull






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-C(j x

$ 2200-(ij x

$ 400 - x

$ 25000 x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 10000 x

$ 015 - x

$ 300 - x

$ 11 00-(fj x

$ 1000(ij x

1000 = $ 300000shy

1000 = $ 300000 shy

1 = $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 = $125000shy

5 = $ 450000shy

5 = $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 shy$ 55000

50 = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 $ 75000 shy

5000 $150000G

1 = $ 110000 shy

5 = $ 500000 shy













with storm collar


8


with storm collar



top only









29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie






















30 Year Warranty



















































flashing adhesive








(Quantity 1-50 sf)










8






26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


6 11 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 125( x 2000 = S250000G



LF $1375shy x 1000 $ 137500G



LF $ 1425 x 1000 $142500G




LF $ 1300shy x 500 = $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing























26 70 700 Zees 14 gauge EA $ 900( x 10 = $ 90000 -

27 WOODWORK









bull









27 60 200 Joist fir 211 x 1ou





21611 x 3011 bull






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-C(j x

$ 2200-(ij x

$ 400 - x

$ 25000 x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 10000 x

$ 015 - x

$ 300 - x

$ 11 00-(fj x

$ 1000(ij x

1000 = $ 300000shy

1000 = $ 300000 shy

1 = $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 = $125000shy

5 = $ 450000shy

5 = $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 shy$ 55000

50 = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 $ 75000 shy

5000 $150000G

1 = $ 110000 shy

5 = $ 500000 shy













with storm collar


8


with storm collar



top only









29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie



































flashing adhesive








(Quantity 1-50 sf)










8






26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


6 11 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 125( x 2000 = S250000G



LF $1375shy x 1000 $ 137500G



LF $ 1425 x 1000 $142500G




LF $ 1300shy x 500 = $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing























26 70 700 Zees 14 gauge EA $ 900( x 10 = $ 90000 -

27 WOODWORK









bull









27 60 200 Joist fir 211 x 1ou





21611 x 3011 bull






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-C(j x

$ 2200-(ij x

$ 400 - x

$ 25000 x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 10000 x

$ 015 - x

$ 300 - x

$ 11 00-(fj x

$ 1000(ij x

1000 = $ 300000shy

1000 = $ 300000 shy

1 = $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 = $125000shy

5 = $ 450000shy

5 = $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 shy$ 55000

50 = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 $ 75000 shy

5000 $150000G

1 = $ 110000 shy

5 = $ 500000 shy













with storm collar


8


with storm collar



top only









29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie






(Quantity 1-50 sf)










8






26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


6 11 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 125( x 2000 = S250000G



LF $1375shy x 1000 $ 137500G



LF $ 1425 x 1000 $142500G




LF $ 1300shy x 500 = $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing























26 70 700 Zees 14 gauge EA $ 900( x 10 = $ 90000 -

27 WOODWORK









bull









27 60 200 Joist fir 211 x 1ou





21611 x 3011 bull






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-C(j x

$ 2200-(ij x

$ 400 - x

$ 25000 x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 10000 x

$ 015 - x

$ 300 - x

$ 11 00-(fj x

$ 1000(ij x

1000 = $ 300000shy

1000 = $ 300000 shy

1 = $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 = $125000shy

5 = $ 450000shy

5 = $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 shy$ 55000

50 = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 $ 75000 shy

5000 $150000G

1 = $ 110000 shy

5 = $ 500000 shy













with storm collar


8


with storm collar



top only









29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie






LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


6 11 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 125( x 2000 = S250000G



LF $1375shy x 1000 $ 137500G



LF $ 1425 x 1000 $142500G




LF $ 1300shy x 500 = $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing























26 70 700 Zees 14 gauge EA $ 900( x 10 = $ 90000 -

27 WOODWORK









bull









27 60 200 Joist fir 211 x 1ou





21611 x 3011 bull






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-C(j x

$ 2200-(ij x

$ 400 - x

$ 25000 x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 10000 x

$ 015 - x

$ 300 - x

$ 11 00-(fj x

$ 1000(ij x

1000 = $ 300000shy

1000 = $ 300000 shy

1 = $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 = $125000shy

5 = $ 450000shy

5 = $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 shy$ 55000

50 = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 $ 75000 shy

5000 $150000G

1 = $ 110000 shy

5 = $ 500000 shy













with storm collar


8


with storm collar



top only









29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie







16 oz step flashing























26 70 700 Zees 14 gauge EA $ 900( x 10 = $ 90000 -

27 WOODWORK









bull









27 60 200 Joist fir 211 x 1ou





21611 x 3011 bull






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-C(j x

$ 2200-(ij x

$ 400 - x

$ 25000 x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 10000 x

$ 015 - x

$ 300 - x

$ 11 00-(fj x

$ 1000(ij x

1000 = $ 300000shy

1000 = $ 300000 shy

1 = $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 = $125000shy

5 = $ 450000shy

5 = $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 shy$ 55000

50 = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 $ 75000 shy

5000 $150000G

1 = $ 110000 shy

5 = $ 500000 shy













with storm collar


8


with storm collar



top only









29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie







26 70 700 Zees 14 gauge EA $ 900( x 10 = $ 90000 -

27 WOODWORK









bull









27 60 200 Joist fir 211 x 1ou





21611 x 3011 bull






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-C(j x

$ 2200-(ij x

$ 400 - x

$ 25000 x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 10000 x

$ 015 - x

$ 300 - x

$ 11 00-(fj x

$ 1000(ij x

1000 = $ 300000shy

1000 = $ 300000 shy

1 = $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 = $125000shy

5 = $ 450000shy

5 = $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 shy$ 55000

50 = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 $ 75000 shy

5000 $150000G

1 = $ 110000 shy

5 = $ 500000 shy













with storm collar


8


with storm collar



top only









29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie


27 60 200 Joist fir 211 x 1ou





21611 x 3011 bull






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-C(j x

$ 2200-(ij x

$ 400 - x

$ 25000 x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 10000 x

$ 015 - x

$ 300 - x

$ 11 00-(fj x

$ 1000(ij x

1000 = $ 300000shy

1000 = $ 300000 shy

1 = $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 = $125000shy

5 = $ 450000shy

5 = $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 shy$ 55000

50 = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 $ 75000 shy

5000 $150000G

1 = $ 110000 shy

5 = $ 500000 shy













with storm collar


8


with storm collar



top only









29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie












with storm collar


8


with storm collar



top only









29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie



29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie











50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down






DAY $ 70000 x 10 = $ 700000shy

SF $175 - x 5000 = $ 875000shy

SF $ 003 - x 50000 = $ 150000shy

SF $ 004 - x 25000 = $ 100000shy

SF $ 010 - x 25000 = $ 250000shy

HR $ 13000 x 8 = $ 104000shy

EA $ 32500 x 40 = $ 130000G

EA $ 34000 x 40 = $136000G

EA $ 36500 x 40 = $146000G

HR $ 2000D x 8 $ 160000shy

HOUR $ 8000shy x 8 = $ 64000

HOUR $ 8000shy x 8 = $ 64000

DAY $ 300 - x 100 = $ 30000

EA $ 11OG-Ci] x 5 = $ 550000shy

LF $ 1400shy x 50 = $ 70000 -

EA $ 27000 x 5 = $ 135000shy

HOUR $ 4500shy x 40 = $ 180000shy

HOUR $ 4500shy x 40 = $ 180000 shy













































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie












































None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie

52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie








Title Date



Pages 1 1









OMESDCAMCAPD













Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie










Commission Number 1








































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie






































LF $ 060 - x 1000 = $ 60000 -

21 20 500

21 20 600


in place


in place

LF

LF

$ 125 shy

$ 135 -

x

x

1000

1000

=

=

$125000 shy

$ 135000 shy



LF $ 015 - x 2000 = $ 30000 -



LF $ 017 - x 2000 = $ 34000 -



LF $ 020 - x 2000 = $ 40000 -



LF $ 023 - x 2000 = $46000 -



SF $ 032 - x 15000 $ 480000shy



SF $ 019 - x 15000 = $ 285000shy



SF $ 128 - x 1000 = $ 128000shy


22 INSULATION



SF $ 028 - x 100000 = $ 280000G



SF $ 022 - x 10000 = $ 220000shy




SF $ 140 - x 10000 = $ 140000G




SF $ 175 - x 50000 = $ 875000G
























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie























10

20

30

40

50




SF $ 052 - x 10000 = $ 520000shy




SF $ 038 - x 50000 = $ 190000G



SF $ 090 - x 5000 = $450000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 185 - x 5000 = $ 925000shy



SF $ 210 - x 25000 = $ 522500G


shingles

SF $ 230 - x 2000 = $ 460000shy





SF $ 310 - x 2000 = $ 620000shy



SF $ 345 - x 2000 = $ 690000shy






SF $ 028 - x 100000 = $ 280000G

























surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie






















surfacing

30 Year Warranty




Rated



warranty


modified


warranty































SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie





















SF $ 020 - x 5)000 $ 100000 shy



SF $ 040 - x 5000 = $ 200000shy



SF $ 170 - x 10000 = $ 170000G



SF $ 180 - x 10000 = $ 180000G



SF $ 225 - x 10000 = $ 225000Q



SF $ 240 - x 10000 = $ 240000G


EA $ 5500shy x 50 $ 275000 -



SF $ 230 - x 5000 $ 115000G



SF $ 500 - x 5000 = $ 250000G



SF $ 375 - x 5000 = $ 187500G



SF $ 525 - x 5000 = $ 262500G




SF $ 300 - x 2000 = $ 600000shy





flashing adhesive

SF $825 x 2000 = $ 1650000


111 thick

SF $ 099 - x 15000 = $ 148500G






25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie





25 MASONRY
















26 METAL WORK








LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie






LF $ 285 - x 2000 = $ 570000shy


24 gauge galvanized

LF $ 400 - x 1000 = $ 400000shy


galvanized

LF $ 300 - x 1000 = $ 300000shy



LF $ 035 - x 2000 = $ 700000shy


611 face hemmed

LF $ 450 - x 2000 = $ 900000shy

26 30 300

26 30 400


24 gauge 611 face


LF

LF

$ 600 -

$ 690 shy

x

x

2000

2000

=

=

$ 120000Q

$ $ $ 1380000




LF $ 1025shy x 2500 = $ 256250Q



LF $ 1250shy x 2000 $ 250000G



LF $ 1375shy x 1000 = $ 137500G


half round 611 wide

LF $ 1425shy x 1000 = $142500Q



3 X 4 11

1 Kynar finished

LF $ 1300shy x 500 $ 650000shy


LF $ 700 - x 500 = $ 350000shy








16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie







16 oz step flashing
























27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie








27 WOODWORK


2

11








bull









27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie


27 60 200 Joist fir 2 x 1011 bull





21611 x 30






except plumbing


Single ply PVC







single ply PVC



built-up roofs





LF

LF

EA

EA

EA

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

SF

SF

EA

EA

$ 300 - x

$ 300 - x

$ 40000 x

$ 1350-~ x

$ 2200-~X

$ 400 - x

$ 2500D x

$ 90000 x

$ 40000 x

$ 7500- x

$ 45000 x

$11000 x

$ 10000 x

$ 12500 x

$ 1000D x

$ 015 - x

$ 300 - x

$1 100-~ x

$ 100(~ x

1000 = $ 300000shy

1000 = $ 300000shy

1 $ 40000 shy

1 = $ 135000shy

1 = $ 220000shy

2000 = $ 800000shy

5 $ 125000shy

5 = $450000shy

5 $ 200000shy

5 = $ 37500 shy

5 = $ 225000shy

5 $ 55000 shy

so = $ 500000shy

5 = $ 62500 shy

so = $ 500000shy

5000 = $ 75000 shy

5000 $150000G

1 $ 110000 shy

5 $ 500000shy













with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie












with storm collar


8


with storm collar











29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie



29 ROOF SERVICES









10000- up sq ft)




















50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie











50 ADDITIONAL ITEMS

5110 100 Dump fees





100 foot boom





and tear down


and tear down





DAY

SF

SF

SF

SF

HR

EA

EA

EA

HR

HOUR

HOUR

DAY

EA

LF

EA

HOUR

HOUR

10 = $ 700000shy

5000 = $ 875000shy

50000 = $ 150000shy

25000 = $ 100000shy

25000 = $ 250000shy

8 = $104000shy

40 = $130000Q

40 = $ 136000G

40 = $146000G

8 = $ 160000shy

8 = $ 64000

8 = $ 64000

100 = $ 30000

5 = $ 550000shy

so = $ 70000 shy

5 $ 135000shy

40 = $ 180000shy

40 = $ 180000 shy

$ 70000

$175 shy

$ 003 shy

$ 004 shy

$ 010 shy

$ 1300)

$ 32500

$ 34000

$ 36500

$ 20000

$ 8000shy

$ 8000shy

$ 300 shy

$ 1 10((ti x

$ 1400- x

$ 2700) x

$ 4500- x

$ 4500- x

x

x

x

x

x

x

x

x

x

x

x

x

x










































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie









































_


None


None



ARTICLE 5 PAYMENTS
















52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie

52 FINAL PAYMENT
















79 Other provisions












Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie








Title Date



Pages 1 1









OMESDCAMCAPD













ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie










ofA~ ~ ~





















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie



















Consultant








Add the following





(Operating Unit)





(EINTIN Number)

27-0030166






Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie




Consultant








Add the following





(Operating Unit)





(EINTIN Number)

November 01 2017 11617

27-0030166


Jimmy Guthrie

State Roof Asset Management Program Bid Form...State Roof Asset Management Program Bid Form Roofing...

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